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Q1: School of Chemical Engineering CHE 4581 Senior Seminar Engineering Ethics School of Chemical Engineering Skywalk Collapse On July 17, 1981, two suspended walkways in the Hyatt Regency Kansas City collapsed during a party killing 116 people and injuring 214. https://www.structuremag.org/?p=10274 School of Chemical Engineering Challenger Explosion On January 28, 1986, the space shuttle Challenger was destroyed, and seven astronauts died in an explosion of the orbiter's main tanks. https://www.space.com/18084-space-shuttle-challenger.html School of Chemical Engineering BP Texas City Refinery Explosion On March 23, 2005, an explosion at the BP Texas City Refinery killed 15 people and injured more than 170. https://www.csb.gov/bp-america-refinery-explosion/ School of Chemical Engineering Deepwater Horizon On April 20, 2010, the explosions and fire led to the deaths of 11 individuals, serious physical injuries to 17 others, the evacuation of 115 individuals from the rig, the sinking of the Deepwater Horizon, and massive marine and coastal damage from a reported 4 million barrels of released hydrocarbons. https://www.csb. gov/macondo- blowout-and- explosion//nAs described in the handout, "Ethics - Examining Your Engineering Responsibility", Deborah L. Grubbe with Operations and Safety Solutions, LLC states that "Engineering ethics frequently has nothing to do with technology and everything to do with communication, thought and decision-making patterns, and conflicts around time and money." With that in mind, read over your assigned Case Study (assignment table and case studies listed below) and decide what your conclusion would be, based on the NSPE Code of Ethics (attached at the end). List the NSPE Code of Ethics that apply to the Case Study shown below and the Conclusion. The Conclusion should clearly answer the Question for the Case Study and be supported by a brief (1-2 paragraph) Discussion. Follow the example shown in the notes and use the following format for your write-up: Facts: Question: CHE 4581 Engineering Ethics Homework Due 3:00 pm October 25, 2022 (Submit on Canvas and bring a copy to class) NSPE Code of Ethics References: Discussion: Conclusion:/nCase Study #2 Facts: Engineer A is a professional engineer in private practice. Development Contractor X (Contractor) for whom Engineer A works from time-to-time as a consultant, was asked by a local building inspector to have a foundation the Contractor built inspected by a Professional Engineer since the foundation had cracks that were visible to the inspector. Since Engineer A's firm designed the house foundation for the Contractor, Engineer A performed the inspection for the Contractor. Engineer A determined the foundation had some minor surface cracks but nothing that Engineer A considered unsafe. In Engineer A's estimation, the cracks were not unusual for the type of foundation involved. Engineer A sends the building inspector a letter (which Engineer A also sealed) stating that Engineer A had inspected the foundation and in Engineer A's professional opinion, the foundation was structurally safe. The building inspector responded with a letter to the contractor stating he was not accepting Engineer A's letter and told the contractor to hire another engineer to inspect the foundation. Question: Was it ethical for Engineer A to inspect his own work or should an independent professional engineer be retained to inspect Engineer A's work?See Answer
Q2:Introduction to GIS: Lab 5 Part One: Field Data Collection This week, we'll be using global positioning system devices, phones, or Google Maps to identify locations of interest across campus. We'll then input these locations into ArcGIS Pro for mapping and manipulation. The Global Positioning System relies on a network of satellites to provide 3D triangulation of your position on Earth. This data can be inputted into a GIS easily. If you are using your phone, or Google Maps, skip Part 1A. For this exercise, you will visit various features on campus, and copy down the coordinates of that feature as provided by your GPS, as well as navigate to specific places to see what is there. We will import these features through a spreadsheet transcription in Part Two of Lab 5, so SAVE THIS INFORMATION! Part one of Lab 5 is divided into two parts, which you should complete in order: Part 1A: GPS Device Use Instructions Objective: Learn the important buttons on your GPS Device. Part 1B: GPS Scavenger Hunt Objective: Collect some GPS information about campus features. You will collect this data for later transcription, input and use to make your own campus map. Part 1A: GPS Device Use Instructions Turn on the GPS unit by pushing the power button on the side (marked 'light'). Use the scroll button (gray mini-joystick on the front) to navigate to the 'satellite' tile. (You'll likely have to scroll all the way to the bottom of this menu full of tiles). • Click into the satellite screen by pushing down on the scroll button. (If you accidentally go elsewhere, use the back button to navigate back to the tiles menu.) • At the top of the satellite screen, you will see your coordinates in decimal degrees (e.g., N42.3930, W-072.5305). Write this location under 'coordinates' in the table. Part 1B: GPS Scavenger Hunt Datum: WGS84/nFind 5 locations on campus that can be described as follows: Coordinates Description 1. A building on campus that you've N42.39028, W - 72.52378 never been into (name the building, mark the location of a door/entrance) 2. A spot with a nice view (take a picture) 3. A place to lock your bike. 4. A tree with an ID tag (name the tree). 5. A place to sit and eat lunch N42.389953, W -72.526951 N 42.394049, W -72.526000 N 42.388994, W -72.527173 N 42.393069, W -72.525367 Navigate to the following coordinates and describe what you find there: Description Coordinates N42.3883, W-72.5232 N42.3892, W-72.5231 N42.3907, W-72.5229 Hold onto this data sheet! You will use this information to make your map!See Answer
Q3:Introduction to GIS: Lab 5 Part Two: Uploading, Inputting, and Editing Data¹ This week, we'll be taking our field data and uploading these locations into ArcGIS Pro for mapping and manipulation. We can create datasets from many types of data, and point data is one of the most common, and easiest. For this exercise, you will input your X,Y data into a spreadsheet and see how to create a shapefile from that information. You'll work with creating and manipulating other vector features as well, from digitizing lines to calculating areas from shapes you've created. You'll produce a map of campus along with a hypothetical campus tour of the points you investigated (and a few others0. Did you forget your data sheet from the scavenger hunt? Borrow one from a neighbor or ask us for help! Part two of Lab 5 is divided into two parts, which you should complete in order: Part A: Importing GPS Coordinates as a Shapefile Objective: Leam how to input information from a csv file into ArcGIS Pro and make a shapefile. Part B: Creating a New Shapefile Objective: Make a shapefile from scratch and put some features in it! Part C: Editing an Existing Shapefile Objective: Manipulate features in a shapefile that already exists. Part D: Lab Production, Digitizing Information on the UMass Campus Objective: Make a campus map and tour including the points you collected. Part A: Importing GPS Coordinates as a shapefile ¹ University of Massachusetts - Amherst, ArcGIS Pro Edition Written by Forrest J. Bowlick, Bethany Bradley, Sophie Argetsinger, Steven Bittner, Brit Laginhas, Chloe Thompson, Connor Hughes, and many others/nSummary: Dig into a spreadsheet to set up data you've collected for display in ArcGIS Pro - and once in Pro, select some imagery to use as a basemap! Geospatial Technology Competency Model: 5.2.23.2, 5.1.26.8, 4.1.10.8, 4.1.10.7, 4.1.3.3, 3.5.2, 3.5.1, 3.3, 3.2, 2.4.2.3, 1.5.2² Link to Video Walkthrough 1. To import GPS coordinates gathered by hand, we must set up our data correctly so that ArcGIS Pro can read our information as latitude and longitude points. This is easiest to set up in Excel³. 2. Open a new Excel file. We'll be using three columns for our data, so in columns A, B, and C, give them the titles: Lat, Lon, and Descript, Type in the coordinates for the locations you identified in your scavenger hunt. In the third column, type a description of the location. Make sure you're using the same coordinate system (decimal degrees!) for all of them! 3. Also, remember your signs - Are coordinates in the Western Hemisphere positive or negative? What about coordinates in the Northern Hemisphere?" 4. Save the Excel file as a .csv. 2 Includes components from the field data collection component of this lab (Part One) ³ Or any other spreadsheet program. * They're negative. 5 Positive, batman. * File -> Save as -> Select your file's location -> Save as type -> CSV (comma delimited)See Answer
Q4:SARC 321 Construction - 2023 Project 2 = 30% of your final mark Core Construction Drawings & Services: Core and interior construction of a mixed-use Office / Apartment building Background Info • Building same as Assignment 1 - Your structure is set - now it is time to analyse the Core • Your team will be working in 3 areas: Core, Ceilings, Services. • Do not detail the Façade - that is the final Assignment. Assignment requirements - What your Core needs • Your job as a team is to take the structure of the building that you have got so far, and to develop the core of the building. The Core is the place where vertical circulation happens - of people (stairs and lifts), of services (water, sewerage, electricity, data, HVAC), and of structure (usually the Core helps provide the major support to the building). • As a team, you will design and draw up the core and add to it where necessary to provide a full set of structure and services to the building. These will include the following: • Structure: Assume that some of your walls are structural and some are not. Typically, an equal amount of shear wall action is needed within the Core going from east to west, as it is going from north to south. The shear walls should span between one column to another column, right down to the basement and the piles underneath. Other walls can be plasterboard - but where they are still needed as fire walls they must be fire-rated 60/60/60. • Lifts: The Core will usually need a minimum of 3 lifts, opening into the common lobby on each floor, and connecting level access to the street at ground level. Refer to TALL for information on size of lifts and their lift shafts. You may want to have some lifts serving just the Office floors, and other lifts serving just the Apartment floors • Stairs: Every tall building should have two (2) emergency egress stairs - minimum for Fire (stair design info NZBC clause D1 Access Routes) - this applies to all floors, whether for Offices or Apartments. One stair should exit into the ground floor lift lobby so that people can escape out the front door - the other stair should exit direct to the street outside. A separate stair may go from the basement to the ground floor. In an office building the two exits are usually in one core, although sometimes there may be a separate escape core. Toilets. Find number of toilets needed from NZBC for Office floors - at 10m² per person, an 800m² floor plan will be able to seat a maximum of 80 people. Assume 60/40 split for both sexes, ie if there are 80 people on the floor, assume that 48 of them could be male (ie 60%), and 48 could also be/n• to find number of office toilets needed for these people: refer to NZ Building Code Clause G1 http://www.building.govt.nz/building-code-compliance/g-services-and-facilities/g1-personal- • hygiene/ •Also available to use MOBIE website: (where they have a calculator to help with this) • http://www.building.govt.nz/building-code-compliance/g-services-and-facilities/g1-personal- hygiene/calculator-for-toilet-pan/toilet-calculator/ Service Risers • Electrical: Need 2 x riser cupboards 1.5m wide x 0.8m deep, to house the DB (distribution board). This riser will have walls and a floor - any holes for cables will be simply cored through a small area of the floor. Try to arrange these in different sides of the core for dual supply to floors. Applies to both Office floors and Apartment floors. • Data: Need 1 riser 1.0m wide x 0.5m - again, it will have a floor, with holes for data cables just cored through the floor - also need one Comms room 3m x 3m on each floor - accessed from within the core. The Comms room will be filled by racks of servers / cables, plus a PC. Applies to Office floors only, not Apartment floors. • Fire: Within one of the fire stairs, you will need 1 zone 0.5m wide x 0.5m, for 1 pipe to go vertically as a wet riser, and this may also contain a pipe for the sprinklers. Applies to both Office floors and Apartment floors. Allow for this wet riser to be within one of the Fire stairs. • Plumbing: For the plumbing, you need to provide a 600mm min depth behind office floor WCs for access to the cisterns and the WC soil-stack connections. This will have a solid floor - but will culminate in a 600x300 WC riser void for the pipework to descend down to the basement. Office floors only. All apartment floors to have 1 vertical plumbing riser, a minimum of 600x600, shared between every 2 apartments. This should feed into the Office floor riser. Please note: plumbing from one apartment CANNOT be routed through the ceiling of the apartment in the floor below. Air Ducts ie HVAC systems • HVAC-2 risers @ 2000 x 1500 min each (for HVAC air supply ducts and HVAC exhaust air ducts) to Office floors - none to Apartment floors. This is the key part of the assignment - allow for fresh air coming in on one side of the core, and exhaust air going out at high level at least 6m away from the fresh air. These two ducts must be on the outside edge of the core in order to get the air out onto the office floor. The task here is to manage the flow of fresh air out of the core and into the ceiling. On Office floors, allow for: • Wet Services riser: 2 risers @ 600x600 for Hot and Cold water - near the WCs. • Kitchenette extract riser: 500 x 500 (1 kitchenette/floor)- near the kitchenette to exit at roof level • Toilet exhaust: -2 risers @ 700 x 700 - to exit at roof level • Staircase pressurisation riser: - 1000 x 500-one per stair, near stair. • Ground floor retail shop riser: 2 @ 600 x 600 - to exit above ground floor retail • Carpark extract: 1 @ 600 x 600 - to exit above ground floor retail/nAssignment deliverables - What you need to do • Each student to produce : • One team member to produce Office Core plan and RCP (presumably Arch student) • One team member to produce Apartment Core plan and RCP (presumably Arch or GDDE student) • One team member to produce Office Core / Services plan (presumably BBSc student) • All of you should work together on the Core Design, collaboratively. • Core Plan is to be of the CORE of the building, at scale 1:50 (no, not the rest of the building) • No, it cannot be at 1:100 - if it is too big for one A3 sheet, use a second A3 sheet to continue. Please do not change scales. • All plans should show walls, dimensions, grids, materials, section lines, finishes, levels etc. Drawings should be as close as possible to working drawing standard - refer to Dan Crooks set (on BB) as an example. • We are not marking the façade - this is just an exercise on the CORE. • Ceiling plan (also at 1:50) needs to show the Reflected Ceiling of your Plan - and should show what you can see on the ceiling - materials, finishes, heights, lights, outlets, etc. You will also be showing the beams under the floor above, indicated by dotting on their location. The team member doing the Services plan at the Core will need to show all the Services above the ceiling in the core, and concentrate their details on how the Services get out of the core. • Sections (at 1:20) are to be through the CORE of the building (all of you), and should be of a typical floor, reaching from just below one floor, to just above the floor above. Enough so that you can see the construction of one whole floor, and that it takes into account all or part of one of the Egress stairs. This will fit on an A3 in height: use 2 sheets of A3 if you need to get the full width. Please be assured that one 3.8m high section should JUST fit on an A3 sheet at 1:20 but if not, cut an area out of the middle - show the important structure at top and bottom. • Construction details are to be at scale 1:5 (preferable) or 1:10. Use the section to help you find the 3 design areas that will need to be described further in the detail drawings. Please concentrate on designing the Architectural Details of the Core-ie non-structural walls. Specify all materials and assume a high quality fitout with quality materials, and appropriate means of fixing these materials. Both 2D and 3D details are welcome, of any parts of the core - not the details like reinforcing, but the walls, floors, ceilings, finishes, doors, stairs, inter-tenancy walls, services, etc. Visually describe your building through your plans, sections and detail drawings. This is an exercise in Construction - your detail should be showing the construction. Suitable images will include core plans and sections as well as details & 3D etc. • Annotation on your drawings - as you know, a working drawing will have written information to show what the lines are in the drawing. You should state materials, dimensions, grids, finishes, levels, cross references etc. All drawn neatly and to scale. Effectively, if you draw a line, it needs to have a note describing what that is trying to show (within reason...). Keep your notes neat and aligned in straight columns etc. Some exemplar work will be posted up over the next few weeks./nDrawing Style (to clarify any questions): • All drawings to be A3, and drawn as ARCHITECTURAL WORKING DRAWINGS to show construction. • Do NOT cut vertically through centre of a column. • Do NOT cut down the centreline of a beam. • DO NOT BE AN ENGINEER OR A REINFORCING DETAILER - THAT IS NOT YOUR JOB. Allow for showing a zone of 4m each side of the core showing what happens to the ceiling, lighting, ducting and services etc. • Above all, realise this: DO NOT COPY DETAILS OFF GOOGLE. IT IS NOT CORRECT, EVER. • READ GUY'S BOOK, NOT RANDOM STUFF ON THE INTERNET. • You should have a cover-page with a floor plan of the whole building, on your chosen site, indicating position of the core/cores (this will probably be at scale 1:200) or a view of the building. This is not marked, so don't spend lots of time on this though! • Every page, including cover, should have your name on. • Pages should also have the following info in a title block: scale, date, project, page number, your name, north point, drawing title etc, as you learned in the previous assignment. Your cover page should also indicate your Group and your tutor's name. HAND IN - will be on Nuku. Date as per the Course Outline, Please note: • Extensions will NOT be issued, except in cases of major illness, applied in advance, with a Doctor's note. If you have a cold, or your cat is sick, this does not count as an emergency. • If you think you cannot meet the deadline, aim to ensure your work is handed in EARLY rather than LATE, and INFORM your tutor. Learning Objectives: Students who pass this course will be able to: 1: Analyse the appropriateness and efficacy of common materials, systems and methods of NZ medium scale construction 2: Apply broad principles of NZ medium scale construction to specific construction situations 3: Be able to research, analyse and solve construction issues 4: Communicate the resolution of construction problems in analogue and digital construction drawings 5: Develop a techtonic construction strategy for the construction of a moderately complex building This hand-in is as noted at the start of this Brief. Do NOT use any Al in your work. Do your own work, think with your own brain.See Answer
Q5: AREN 1316: Introduction to Architectural Engineering Final Term Paper: Design Your Educational and Career Pathway to Becoming a World-Class Architectural Engineer The objective of this final term paper is for you to synthesize the information you gathered in this course and prepare yourself for your path ahead. The ultimate organization is up to you, but be certain that you discuss the following at a minimum: (a) What motivated you to choose Introduction to Architectural Engineering? (b) What, in your own words, is architectural engineering as a discipline? (c) Which of the five concentrations (i.e., structural, mechanical, electrical, lighting, construction) are you most interested in and why? (d) What courses and skills will you need to graduate with a degree in architectural engineering from the University of Colorado Boulder? (e) How will you ensure that you are successful in those courses and acquiring those skills? (f) What is the importance of professional licensure (i.e., FE and PE exam)? (g) What do you plan to do with your engineering degree once you graduate? Your term paper should be three pages (maximum) and single-spaced. You will be submitting this online through Canvas as a PDF. NOTE: Your papers will be electronically checked for plagiarism, so do not plagiarize! All plagiarized papers (even partial plagiarizing) will result in a grade of 0. Your term paper will be graded according to the following rubric: Introduction (a) Discussion of Motivation for Choosing to Take AREN 1316 (b) Discussion of AREN as a Discipline (c) Discussion of Concentration Preferences (d) Discussion of Necessary Courses and Skills for Your BS in AREN (e) Discussion of What You Can Do to Ensure Your Success (f) Discussion of Importance of Professional Licensure (g) Discussion of Your Engineering Career Plans after CU Boulder Summary Your Writing Clarity and Brevity in Organization and Style Due Date: December 11th at 4:00pm to Canvas 5 10 10 10 10 10 10 10 5 20See Answer
Q6:Part 4: Conclusion Your conclusion should include the following at a minimum: A discussion on your analysis on how well your traverse met the project requirements. Also, comment on the level of agreement between your computed traverse station coordinates and those obtained using GNSS. A discussion of any large differences and/or other issues encountered and recommendations for addressing them (e.g., more data, different field procedures, updated equipment calibration, different processing procedures, etc.). If no large differences or other issues were encountered, you may still wish to provide recommendations for further improving the accuracy of your final station coordinates (e.g., differential leveling between stations to improve vertical accuracy). ●/n INTRODUCTION.. METHODOLOGY.. New Parking Lot Expansion Project CE 361 Submitted by: Andreson, Alenezi December 4, 2022 TABLE OF CONTENTS Table of Stations and Ground Distances.. Change in Elevations... GNSS Coordinates….. Found azimuth using coordinates... Trav 2.2 Compass rule adjustment coordinates.. .3 .4-7 .4 5 5 .6 .6 Orthometric heights of stations... Final Table of values... ANALYSIS.. Comparisons of GNSS and Transverse Coordinates.. Introduction: 7 7 .8 .8 Our company has completed a traverse around the North Mcnary field to set up construction control stations for the new parking lot expansion project. To complete this project we used a Leica total station, serial number (insert it) and a leica 360 degree prism. For this project we kept the rod height constant at 5 ft tall and used a bipod to keep the rod steady when possible. The first step in this whole project was setting up our station markers out in the field. When we did this we marked station ties to be able to find the stations at the time of the traverse. On the day of the traverse we got to the field with our total station, rod, prism, tape measurer and psychrometer. The first thing we did when we got out to the field was set up our prism and rod on a station. We decided to go counter clockwise when we did our traverse so we set our rod and prism on the station to the left of our total station. Then we set up our total station and set all of the settings we needed. A total station uses the pressure, humidity and temperature to account for the errors due to the air. So we used the psychrometer to get these values for each reading with the total station. Once we get the total station set up we can start taking measurements. The first part of taking the measurements in aiming the total station at the backsight. Once we do this we set that to be our zero point that has no angle to it. Then we plung the scope which means we turn it 180 degrees and reshoot the measurement. After we do that we unplung the total station and move the prism to the station to the right. We then turn the total station to the foresight (the prism in front of the total station) but we have to make sure it is the angle to the right as that is how we get our interior angle. Then we just repeat this until we get around the whole traverse. On the first run of our traverse we did not get under 55 seconds of angular misclosure so we had to go out into the field again and redo parts of the traverse. The second time around we met all the requirements. Then on a later date we went out and got real time and static GNSS data to ge coordinates For the traverse we needed to get under an angular misclosure of 55 seconds, under a 1 part in 5000 relative error of closure and and an elevation error of less than 0.2 feet. All of these being plus or minus the value. For the angular misclosure we are looking to see if our angels we find are equal to 720 (sum of interior angles for a 6 sided shape). The relative error of closure is how far off of the original station you are based on your angles and lengths. The one part in 5000 means every 5000 ft we go we will have an error of 1 ft from the original point. Then the elevation misclosure is just the change in elevation from the point you started on. Methods: The first thing we did was take our interior angles at each station and reduced it by finding the mean of the angles and adjusting ours accordingly. We do this to account for discrepancies in the instrument. Then for our average horizontal ground distance we took the mean of the four different shots. The reason we have four different readings is because we have the direct and reverse as well as the foresight and backsight. Then for the grid distance we multiplied our answers by our combined scale factor for the north field. STA Table of Stations and Ground Distances Interior Angle Ground Distance (ft) Average Ground Distance (ft) 13 14 15 16 17 18 198°04'23" 63°13'18" 107°15'57" 153°27'58" 158°23'30" 39°34'47" 231.28 163.34 260.33 175.7 116.62 319.26 Side of Traverse 13-14 14→15 15-16 16-17 17-18 18-13 The change in elevations were found using the total station during our traverse, So we had four readings for each elevation change(direct,reverse,foresight,backsight). When we calculated our sum of the elevations we found that we only had an error of -0.01 ft. For adjusting the elevation we decided to deal with it by adding 0.01 ft to the biggest difference in readings we had. This was the elevation change from 15 to 16, after applying these corrections it brought us to a zero elevation change. Change in Elevations 231.267 163.331 260.315 175.69 116.613 319.241 Avg. ▲ Elev. (ft) 2.63 0.53 -3.4 -0.76 0.24 0.75 Σ of ▲ Elev. Adjusted Elev. (ft) 2.63 0.53 -3.39 -0.76 0.24 0.75 Σ of ▲ Elev. STA 13 After we calculated all of our traverse computations, we took real time and static GNSS data to get coordinates for our points. During this process we used a LEIGS14 antenna at 2.000 meter rod height. For the real time data we set up above each station for about 30 seconds and collected the data. We repeated this for all of the stations. For the static data collection we set up above station 15 for 20 minutes. Using these coordinates we can find a grid azimuth for one of our points. We needed to choose a point that we wanted to find the coordinates for as well as the azimuth to input into Trav 2.2, we chose station 13. So we found our azimuth from 13 to 14. Then we took the coordinates for 13 and 14 and found the departure and latitude. From there we went and found our starting azimuth. 14 15 16 17 18 -0.01 ft Side of Traverse 13-14 GNSS Coordinates Northing [ift] 340323.55 340333.88 340476.27 340421.86 340312.29 340211.07 Found azimuth using coordinates 0.00 ft Easting [ift] 7479907.97 7479676.95 7479756.89 7480011.46 7480148.84 7480206.73 Azimuth 272°33'44"See Answer

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